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NYCDEPCostAnalys isReport-0607 .pdf - New York-New Jersey ...

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1.1.10 Membrane Bioreactors<br />

Figure 1-7: FSBNR-DF Process Configuration<br />

Membrane Bioreactors (MBR) are a combination of activated sludge reactors and membrane<br />

filtration facilities. Membrane facilities replace the clarification process by a physical barrier<br />

that separates solids from the liquid phase within the wastewater. Because the MBRs replace the<br />

clarifiers and provide a physical barrier, the aeration tanks can be operated at higher mixed liquor<br />

concentrations (approximately 8,500 mg/L) than conventional activated sludge systems. This<br />

allows for reduced tank sizes when compared to other activated sludge processes. The<br />

membranes used for this process are similar to the membrane filtration process, but they are<br />

operated at much lower flux rates (flow per unit) to handle the significantly higher solids loading<br />

rates.<br />

The process involves modification of the existing step aeration process to allow the entire flow<br />

stream to the head of the first pass. Zones will be created to allow the cycling of oxic and anoxic<br />

zones that are necessary to remove nitrogen. The process will require baffle walls to separate the<br />

oxic and anoxic portions of the tank. Mixers will be required in the anoxic zones to keep solids<br />

in suspension and prevent the formation of stagnant zones. The process will include the<br />

installation of fine screening, recirculation pumping, RAS pumping, and the construction of new

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